Laserfiche WebLink
10 y .tss <br /> /o!X SJ' r'o(.Y- Civ-v, <br /> 39 ^ � �S <br /> �' I 5 ^ 'Roz- 'g O <br /> t a` 19 3.0,E—_ _ %. _ 3.c� <br /> \./ - '13 - \ <br /> I.0/5A 3�� _ 9°155.4 <br /> ?LAO V N om! _-____%, (a°)o <br /> ' <br /> SET- BACKS - - /0 Y /o' 4 /C - <br /> HOUSE System must be: - <br /> Tank ae. from property lines X - SP_-f 1 n'-a Z1:%,S4_ u.i14T1-1r - <br /> LL StaS -1f1 -<- 2L• from wells <br /> Wks(---dy-s-- as from bags. <br /> ...fin.: � -frcv��w�ua,xe. <br /> - �� Treatment area — from lakes, stfeems- <br /> NOTE`Power supply and switches must be located in a <br /> Treatment area .22.' from property lines <br /> -14- vloi-c-s ,c►�rt r„ ” ?S from wells <br /> weather proof enclosure outside the pumping chamber and manhole <br /> •i ���F'« 20 :from bldgs. <br /> •t Li mai1Q.. from trees y SOIL BORING ELEVATIONS <br /> I 1 , -. 114 , —lt <br /> zo min TH.i#�EL.-99i 'i'N'.y - 99q•s6 <br /> • <br /> • t-- <br /> , "d>o.supply P rade .%TH.aAEL.-g9e.9 -sty's- ���.3 <br /> Tank I Tank '. - �S '- 9 TH:3AEL.-S9� . +`"L - gg 9.g <br /> Orap to Tank PI PRESSURE DISTRIBUTION MOUND SYSTEM 10...„,TH.aEL.Jool•v <br /> min. l to 8Pumping <br /> TH:Z EL-998..a. <br /> Max.l"to41 ' Y-- : -•? --rA 1..‘y_ SHA‘A_-ovJ Chamber ELEVATION of PROPOSED PUMPING <br /> CHAMBER-99 1.0 14-r--z• 4w,• <br /> >aP 'T')z.0 <br /> -4'110 6��dia:pipe __W /^i-,--ori' 0" -t_oc - /0/-/0/l.0 <br /> rt Low-vst vim-.-./0 0 Z.o <br /> SYSTEM DESIGN -MOUND <br /> TYPE-.1 , BEDROOM , Ave-age percolation rate—2 min./inch (design.83sq.ft treatment area per gal.of daily sewage flow) <br /> ('o0 gal,/day x.83sq.ft/got. !-19 K sq.ft.of treatment area 410%=SM2 sq.ft. (i- IOft.width=s .ft.length of bed area 4-side slope run .to I )( heiglt= • '''7 ftx�-ft.lawn-area needed) <br /> Clean rock needed- Stiff sq.f t.treatment area x I-oS4 depth of rock=5')`I cu.ft=27=2_L.a1_yds(3/4Ito 2I/f dia. ,includes 2"of rock above pipe) nt.) , 1:11..%.-z. _i1 /, 3 ' <br /> 6oA4A Clean sand fill below rock needed 1'140 cv.yds. approx. , sandy loam bock fill a�ol.yds_approx., topsoil 6"toD Cu.yd.-t l oMMf�-gip 4o_R'9 v M oho -Co -{oQsotL %-5- G�`f4 s <br /> W Att�o <br /> S • <br /> • -ru --- - - • -- - - f.I�"�0o5�f1t-L= tort FItl�) <br /> Number of tanks required , 1st tank 20 o 00 gol. ,2nd tank/0gal.rnnms Ew s ?Li m Q►N t . GK-Am pe 9_ <br /> Pumping chamber capacity- 25% of daily sevroge flow ofoo gal.=l._Q.gal.+reserve storage of 15 05a 1/BFB 00 gal.+pipe bock dronoge— PROPERTY 0": Sco -fid}I - V.A {c)0\-5,v <br /> of_1 gal./IOOtin.ft.of___;_'dia.supply pipe, lin.ftneeded' "dia. '1 , Z got. Lot 3) 4 or-\ 4g01A-11-AN,1,W=11-DO.A.):-4 <br /> total capacity needed -.)(v(47 gal.(plus area for pump) use Thin. /PPD cett.ca(3_ •D, -1,... ••. .2-c4-0)..1• u ._- _, <br /> Distribution pipe 11IZ.dia. , JS`l lift., 11 i .dia. perforations 3i- "apart — <br /> Pump size 1'� hp. (pumpable copacityl(o(e gal. 4cycles/day) U��-o 1S i H - ? c 5. .p_Se1-tq'�>� 40 ql <br /> � � I int n. � S—P TESTING/NC <br /> Note: When constructing bed , this area shou'd be shaped Note: Distance horn treatment oreo to neighboring webs— Designed By: 07• /M--, <br /> to divert run-off from entering treatment orea. Vim" 'S'�� --\-1-4 14.4-- /00 _ <br /> 1 <br /> Date: ./I_2./. . , PH. 612-497-3566 <br />